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CPT name: CPT-1 <br />Estimation of post-earthquake settlements <br />cone resist,ag AUGER SBTn Plot FS Plot Strainplot Vertical settlements <br />20--Af, ..11. <br />30- - - <br />40- <br />50-; - <br />55- <br />0- <br />FILII <br />0- <br />5- <br />10- <br />15 <br />20 <br />25 <br />30 1 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />65 <br />70 <br />75 <br />80 <br />85 <br />90 <br />95 <br />100 , <br />4 0 0.5 1 15 <br />Depth (ft) <br />5- <br />r <br />10-i <br />15------9- <br />20- <br />25- <br />30- <br />35- <br />40- <br />45--- <br />50- <br />55- <br />OU- --/* <br />65-65- <br />60- <br />65- <br />75- 1- <br />70- <br />75- t <br />80- <br />85- <br />80- 1 <br />85- <br />90- <br />95- <br />1001 ''' <br />1 2 <br />95- <br />1 1-1,1111 1 <br />200 300 400 3 2 <br />qt (tsf)Ic (Robertson 1990)Factor of safety <br />100- <br />0 <br />0- <br />5- <br />10- <br />20- * <br />25- <br />30- <br />35- <br />40- <br />50- <br />55- <br />60- <br />65- <br />70- <br />75- <br />80- <br />85- <br />90- <br />95- <br />'1,I,I 100-i <br />4 5 6 0 0.5 1 <br />Depth (ft) <br />1,1 1 <br />123 1.5 <br />Volurnentric strain (%)Settlement (in) <br />Total cone resistance (cone resistance qc corrected for poe water effects) <br />Soil Behaviour Type Index <br />Calculated Factor of Safety against liquefaction <br />1: Post-liquefaction volumentric strain <br />CLiq v. 1.5.1.16 - CFT Liquefadion Assessment Software - Report created on: 11/2/2011, 1:24:17 PM 8 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1